Wavelet based non stationary response analysis of a friction base isolated structure.
A wavelet based stochastic formulation has been presented in this paper for the seismic analysis of a base isolated structural system which is modelled as a two degree of freedom (2-DOF) system. The ground motion has been modelled as a non-stationary process (both in amplitude and frequency) by usin...
| Publicat a: | Earthquake engineering & structural dynamics. 29, 11 (2000). |
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| Autor principal: | |
| Format: | Article |
| Idioma: | English |
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